WQ0040901_Application (FTSE)_20190621

VVQ0040901
Program category
Non -discharge
Pe i' rnit T "Ipet
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Priniary Revievifer
dean hunkele
C o a st a, SV'Rrate
Para.,,itted Flovv
Facifity flame
Site 10 Pump Station S780A Abandonment
Location Address
Owner Nanne
Commanding Officer Marine Corps Base Camp Lejeune
Central Files APS
SWIP
5/28/2019
Status
Project Type
In review
New Project
Vs. rs i0in
Permnt Glassfficanon
A
Individual
Pe-mit Contact Afl , iliation
majorlmino' Region
Minor Wilmington
County
Onslow
Fa6lity Contact Affihation
owner Type
Government - Federal
owner Afffliaflon
John R. Townson
Mcleast-McB Camlej G-F Emd Epic 12 Post Ln
Da fes,'Eve nfS Camp LeJeune NC 28547
Scheduled
Orig Issue App Received Draft Initiated Pubflc ihlotice Issue Effective 'Expiration
5/20/2019
a,*, S d A vi a -S R-> uested /Re-ceived 1&vents
Additional information requested
Additional information received

Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
VvIslon W Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number(to be completed by DWR)
: %
1. Applicant's name: Marine Corps Base Camp Leieunc. North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: n Individual F1 Corporation E] General Partnership Privately -Owned Public Utility
Z Federal El State/County Municipal Other
3. Signature authority's name: Neal Paul per I 5A-- NC 'AC 021 0 6(b
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Leeune State: NC Zip: 28541 j-
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.vaul(&usmc.mil
11, A
1. Project name: Lift Station Reset (Site 10)
2. Application/Project status: Proposed (New Permit) E] Existing Permit/Project
If a modification, provide the existing permit number: WQOO Unk and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOOO
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.7167' Longitude: -77.3489'
5. Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
r, 13 1
1. Professional Engineer: Joseph C, Avolis, PE, PLS License Number: 15360
Firm: Avolis En2ineerin2, PA
Mailing address: PO Box 15564
City: New Bern State: NC Zip: 28561
Phone number: [phone] Email Address: avolisen2ineerin2gembgrgmail.com
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp Lei eune
1. Permit Number(s): Wig Unk Downstream (Receiving) Sewer Size: 8 inch
U S-'vsznn, Wide !,fi ai, olkab WQCS
---------- --- ---- - - - -----
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a Qe-velpipecs Qs a been attached?
NZ �w �0=
3. If the Applicant is a' ubeen attached?
rne/P' oir­
F8_J!N�e=
4. Origin of wastewater: (check all that apply):
E] Residential Owned [:] Retail (stores, centers, malls) EJ Car Wash
❑ Residential Leased E] Retail with food preparation/service [_ Hotel and/or Motels
School / preschool / day care E] Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
El Food and drink facilities 0 Church El Swimming Pool/Filter Backwash
0 Businesses / offices / factories El Nursing Home E] Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial 02T-0103(=
L------>Is there a Pretreatment Program in effect? [:1 Yes El No
6. Hasa flow reduction been approved under 15A N,'—'AC 02-_r_,0! fi? E]Yes Z No
If yes,vLQXjAL1a =c of flow reductioa_RpRL2val letter
7. Summarize wastewater generated by project:
Establishment Type (see'02T.G I 14(f))
Daily Design Flow "b
No. of Units
Flow
Office
gal/
GPD
(Existing Facility - No New Flow)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
0 GPD
a See 15A 1 TCA,'-_'t-'2 ' .01,l Ll(o, J
-.ia, I '-2) for caveats to wastewater design flow rates (i.e., minimum flow per
�, 'CA,
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G,S, Jk2A-41-).
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table 15'Ai 021,0 11 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per -15A N' kl`n-)� n'�I/,
- ------ 11 ­11-9
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
FORM: FTA 04-16 Page 2 of 5

L Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 567 PVC
> Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) & M Q, 2tj ags/Force A1`LjKn,,S):
j�
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A - Elimination of Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0 Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with, 5A NCAQ 021',03,05fl 1(":
[-] Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)'.
A Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
El
E] Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C)'
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

1, Does the project comply with all separations found in � 5r4 t__,fC A 0 �0 V "n &-, '1
� 15A NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer systems:
M*IMM
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A N—A 0 contains alternatives where separations in 02'3 0305tAll, cannot be achieved.
"Stream classifications can be identified using the Division's 14C`�­ 11 ce Watef
If noncompliance with 02'-_.0,3'-­�"1 see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes E] No E] N/A
> See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1'5,A N(" A C - 0la
0'200? [:] YesE] No R N/A
� This would include Trout Buffered Streams per _1 5A_NCC 2. .0202
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes [D No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 40 � _(k BuIT'e'- P .......
5. Does project comply with i ' 5-A _NCAC 10 (additional permits/certifications)? Z Yes [:]No
Per directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per IJ A N C, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
El Yes R No El N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 04-16 Page 4 of 5

1. Does the submitted system comply with 5 A' U, the Ivi"i 1'�inn_u D'­,, -1 v_in ",'0I lh, P erl-ir-gi"u,"111"',
--jo and the Gr�i Se�,,7er �IW,,e%,eisi, as applicable?
an,d Mail— S
'a nf-,
A
0 Yes [:] No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Auvroval of the _restuest is rewired
d prior to submittal of the Fast Track Aggliciation and sunvorting
documents.
2. Professional Engineer's Certification:
gt_L
, , i L v w� attest that this application for
(Professional Engineer's name from Application Item 111. 1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ 10,000, as well as civil penalties up to $25,000 per violation.
1 13 V 1131; 1 � 111 �ii i i I
3. Applicant's Certification per 15A NCAC 02T.0106(b):
t,�_ \:, u_:y attest that this application for
('Signature Auilicrity's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes s s_51 -2, ,6 A and 43 -215 6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $ 10,000 as well as civil penalties up to $25,000 per violation.
Signature:
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 10
:: I* T e-. Mr
Pump station S780A serves building 780 located on Brewster Boulevard which is now used for
administrative offices. The pump station can be gravity drained to an existing sewer manhole in
rant the building 631 parking lot. The work will be accomplished by constructing S67 linear
feet of 8-inch ©« gravity main. There will not be any new flow associated with this project.
Pump station S780A will be demolished.

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